Construction Of 1 ) Road From Bissennala Jagya Mandir To B . B Road With Paver Block ( L_0 . 650 Km ) , 2 ) Road From Chepti Bihdia Road To Dipteswari Rakh Hari Mandir Via 2 No . Nakul Nath Suburi ( L_0 . 430 Km ) Under Sopd For The Year 2020-21
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Nov 2020
0 days left
EMD
1.82 Lakhs
Bank guarantee accepted
Document Fee
2744
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rangia → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 1 ) Road From Bissennala Jagya Mandir To B . B Road With Paver Block ( L_0 . 650 Km ) , 2 ) Road From Chepti Bihdia Road To Dipteswari Rakh Hari Mandir Via 2 No . Nakul Nath Suburi ( L_0 . 430 Km ) Under Sopd For The Year 2020-21 Under Sopd ( G ) F
BOQ
| Name of Work: Construction of 1) Road from Bissennala Jagya Mandir to B.B Road with Paver Block (L_0.650 Km), 2) Road from Chepti Bihdia road to Dipteswari Rakh Hari Mandir via 2 No. Nakul Nath Suburi (L_0.430 Km ) under SOPD for the year 2020-21 under SOPD (G) for the year 2020-21 under North Kamrup Territorial Road Division, Rangia. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1) Road from Bissennala Jagya Mandir to B.B Road with Paver Block (L_0.650 Km) | |||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\ni) By Manual Means\nA) In area of non-thorny jungle | 0.273 | Hect. | |
| 3 | 1.02 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land | 1096.98 | Cum | |
| 4 | 1.03 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land | 435.75 | Cum | |
| 5 | 1.04 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) for grading II Material | 304.69 | Cum | |
| 6 | 1.05 | Providing laying spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (2) WBM Grading-III , (b) Using Screening Type-B(11.2 mm Agg.) | 182.81 | Cum | |
| 7 | 1.06 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints | 2437.5 | Sqm | |
| 8 | 1.07 | Planting of Trees and their Maintenance for three Year each 660.00 (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 30 | Each | |
| 9 | 1.08 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iv) 800x600 cm rectangular | 2 | Each | |
| 10 | 2 | (a) Construction of 1000 dia. NP3 H.P. Culvert | |||
| 11 | 2.01 | Earth work in excavation of foundation of Structure as per drawing and technical specifications clause 305.1, including Setting out, construction of shoring and bracing ……………..Etc. with approved material. I.Ordinary soil Upto 3.00m depth | 41.232 | Cum | |
| 12 | 2.02 | Laying concrete cradle bedding with M15 grade cement concrete as per clause 1105 | 3.67 | Cum | |
| 13 | 2.03 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings & Technical Specification Clause 802,803,1202,1203 (A) With crushed stone (II) PCC grade M15 | 1.68 | Cum | |
| 14 | 2.04 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106 (B) 1000mm dia | 7.5 | Rm | |
| 15 | 2.05 | Brick masonry work in cement morter in foundation of Head walls complete excluding pointing and plastering as per drawing and technical specification clause 600,1202. 1. Brick masonry in 1:3 Cement mortar | 16.26 | Cum | |
| 16 | 2.06 | Brick masonry work in cement mortar in substructure excluding pointing and plastering as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204. In 1:4 cement mortar | 3.03 | Cum | |
| 17 | 2.07 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 | 36.02 | Sqm | |
| 18 | 3 | 2) Road from Chepti Bihdia road to Dipteswari Rakh Hari Mandir via 2 No. Nakul Nath Suburi (L_0.430 Km ) | |||
| 19 | 3.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\ni) By Manual Means\nA) In area of non-thorny jungle | 0.17 | Hect. | |
| 20 | 3.02 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land | 1152.84 | Cum | |
| 21 | 3.03 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land | 670.668 | Cum | |
| 22 | 3.04 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) for grading II Material | 239.175 | Cum | |
| 23 | 3.05 | Providing laying spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (2) WBM Grading-III , (b) Using Screening Type-B(11.2 mm Agg.) | 119.588 | Cum | |
| 24 | 3.06 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints | 1594.5 | Sqm | |
| 25 | 3.07 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 90 cm equilateral triangle | 4 | Each | |
| 26 | 4 | a) Construction of 1.00 m span slab culvert (4.50 m width) | |||
| 27 | 4.01 | Earth work in excavation for structures as per drawings and technical specifications clause 305-1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto lead of 50 m,, dressing of sides and bottom and back filling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3.00 m depth | 36.13 | Cum | |
| 28 | 4.02 | Providing concrete for Plain/Reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 &1203. A. With crushed stone 1. PCC Grade M-10 Nominal mix 1:3:6 | 4.5 | Cum | |
| 29 | 4.03 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. In 1:3 cement mortar | 38.79 | Cum | |
| 30 | 4.04 | Providing and laying reinforced concrete in superstructure complete as per drawing and technical specification Clauses 800,1205.4 &1205.5. A. With crushed stone 1. RCC Grade M-20 (iii) for design mix RCC M20 a) Height upto 5.0 m | 4.44 | Cum | |
| 31 | 4.05 | Drainage Spouts complete as per drawing and technical specification Clause 1209. | 2 | Each | |
| 32 | 4.06 | Filler Joint: Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight . | 9 | Rm | |
| 33 | 4.07 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 | 0.454 | Mt. | |
| 34 | 4.08 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications Clauses 614, 709, 1204.3.7. | 40 | Each | |
| 35 | 4.09 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.(A) with crushed stone | 0.658 | Cum | |
| 36 | 5 | b) Construction of 1.00 m span slab culvert (5.50 m width) | |||
| 37 | 5.01 | Earth work in excavation for structures as per drawings and technical specifications clause 305-1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto lead of 50 m,, dressing of sides and bottom and back filling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3.00 m depth | 42.74 | Cum | |
| 38 | 5.02 | Providing concrete for Plain/Reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 &1203. A. With crushed stone 1. PCC Grade M-10 Nominal mix 1:3:6 | 5.18 | Cum | |
| 39 | 5.03 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. In 1:3 cement mortar | 44.83 | Cum | |
| 40 | 5.04 | Providing and laying reinforced concrete in superstructure complete as per drawing and technical specification Clauses 800,1205.4 &1205.5. A. With crushed stone 1. RCC Grade M-20 (iii) for design mix RCC M20 a) Height upto 5.0 m | 5.21 | Cum | |
| 41 | 5.05 | Drainage Spouts complete as per drawing and technical specification Clause 1209. | 2 | Each | |
| 42 | 5.06 | Filler Joint: Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight . | 11 | Rm | |
| 43 | 5.07 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 | 0.547 | Mt. | |
| 44 | 5.08 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications Clauses 614, 709, 1204.3.7. | 50 | Each | |
| 45 | 5.09 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.(A) with crushed stone | 0.658 | Cum |
AI Tender Summary
Tender Timeline
Nov 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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